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Home My WebLink About20190270 Ver 1_2019-03-04_Plansheerts_20190304PROJECT REFERENCE NO. SHEET NO. 0/1494/00 / I�1OT Er l�IOT T 0 SCALE 20 0 40 PLANS BEGIN TIP PROJECT C-4928 -L- POT Sta. 12 + 10. 00 CITY PROJECT: SW-47D OWNER: CITY OF DURHAM 101 CITY HALL PLAZA SUITE 3100 DURHAM, NC 27701 ALLISON MOLLESON, E.I.T. 919.560.4326 EXT. 30296 allison.molleson@durhamnc.gov .. � � � � � 0 0 � � 0 � � a� � � c O � � c 0 � � � m � 0 0 a� c � a� L i � N � I v I O O � � � O �, 0 � � 0 0 � � � O i � rn 0 N \ � � ENGINEER: KIMLEY-HORN AND ASSOCIATES, INC. 300 WEST MORGAN STREET SUITE 1500 DURHAM, NC 27701 CATHERINE M. KENNEDY, P.E. 919.678.4139 cathy. kennedy@kimley-horn.com SURVEYOR: CH ENGINEERING, PLLC 3220 GLEN ROYAL ROAD RALEIGH, NC 27617 JEFF MUNN, PLS 919.256.5469 jmunn@ch-engr.com GEOTECHNICAL: FALCON ENGINEERING, INC. 1210 TRINITY ROAD SUITE 110 RALEIGH, NC 27607 CHRISTOPHER V. NORVILLE, P.E. 919.871.0800 cnorville@falconengineering.com Nz �� r� �� v I S �._�._�� , 0 - a� ^I �O' � ` I � ` � � �� , � � �� O � L'-� � �v �� 0 � FROM N EAL ROAD TO SR 1320 �ERWIN TI P PROJ ECT: C-492 8 Q �� . Q t�.. � � Q� co Z �► o � � � � � . ��`\-- _. �� 7'� Q �� ~ �� Q Z V �Z � :� �� ,�- NE RD � ORRE�3� �� o M SR � 7 _t / . ��'LP �� P 0 - ._ _ �: % �� i��#`� W Q � � V �' � � �, ,� � � � � � �� 8 _.o Q ��:. ,� q�..r-_., ��. -_- �� - r---�_.-_-.., . ` . � , . . . . . � � � � , 0 ROAD� END T/P PROJECT C-4928 -L- POT Sta. 92 +74.01 � h�� , o� � O� ,,� o .� �� + GRAPHIC SCALE 20 0 40 PROFILE (HORIZONTAL) 5 0 10 PROFILE (VERTICAL) �� . <�GZ '� � �� Q � m ap � � n ` � �► � � � n> �� Z �� -� F� 'y� rs�,�2�,Lo. ,�� OJ ZQ � �� 65% P�ANS PREPARED IN THE OFFICE OFo � � 300 WEST MORGAN STo9 SUITE 15009 DURHAM9 NC9 2770 I PHONEo (9 I 9) 682-3583 PE No, F-o ioz THON�IAS J. BON FI ELD C ITY N�IANAG E R CO 2018 CITY OF DURHAM PUB�IC WORKS DEPARTMENT APPROVED ENGINEERING STORM WATER TRANSPORTATION DATE DATE DATE DATE DATE DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED STEVE SC H EWE L N�IAYO R C � � � � � I O O � � cl' O � � � a� a� � � c 0 � � c 0 � � a� � m � 0 0 � a� c a� a� � i 0 � � N rn � � v 0 0 � rn � 0 �, 0 � � 0 0 � i � � O � rn 0 N \ � \ � � � � � � � I 0 � �' � � 0 � � � � � � 0 � � 0 � � � m � 0 0 � � � � � � � � N � � v � 0 � � � 0 �, 0 � � 0 0 � � 0 � rn 0 N \ � \ r�, 1 �ote: 1 �lot to Scale *S. U.E. = Subsurface Utility Engineering BOU11lDARIES A111D PROPERTY.• State Line ---- ----- County Line --- --- Township Line -- -- City Line - - Reservation Line Property Line Existing Iron Pin � Property Corner —= Property Monument � Parcel/Sequence Number �23 Existing Fence Line -X X X- Proposed Woven Wire Fence Proposed Chain Link Fence Proposed Barbed Wire Fence Existing Wetland Boundary - - - -��8- - - - Proposed Wetland Boundary Existing Endangered Animal Boundary Existing Endangered Plant Boundary Known Soil Contamination: Area or Site '� Potential Soil Contamination: Area or Site � BUILDINGS AND OTHER CULTURE: �----� �----J �s — Gas Pump Vent or U/G Tank Cap o Sign � Well ° Small Mine � Foundation � Area Outline Cemetery fi Building School � Church � Dam HYDROLOGY.• Stream or Body of Water Hydro, Pool or Reservoir Jurisdictional Stream Buffer Zone 1 BufFer Zone 2 Flow Arrow Disappearing Stream Spring Wetland Proposed Lateral, Tail, Head Ditch False Sump � � �LB EAB EPB .�. ? BZ 1 BZ 2 -,,�_,.. � �� iiii , �► �� RAILRDADS: Standard Gauge RR Signal Milepost Switch RR Abandoned RR Dismantled RIGHT OF WAY.• Baseline Control Point Existing Right of Way Marker Existing Right of Way Line Proposed Right of Way Line Proposed Right of Way Line with Iron Pin and Cap Marker Proposed Right of Way Line with Concrete or Granite R1W Marker Proposed Control of Access Line with Concrete C�A Marker Existing Control of Access Proposed Control of Access Existing Easement Line Proposed Temporary Construction Easement - Proposed Temporary Drainage Easement Proposed Permanent Drainage Easement Proposed Permanent Drainage / Utility Easement Proposed Permanent Utility Easement Proposed Temporary Utility Easement Proposed Aerial Utility Easement CSX TRANSPORTATION 0 MILEPOST 35 0 SlNITCH � � � � � 0 W . W i� 0 � W in� L�► '"' �J— �c� �A, E E TDE PDE DUE PUE TUE AUE Proposed Permanent Easement with Iron Pin and Cap Marker ROADS AND REI�4TED FEATURES: Existing Edge of Pavement — O Existing Curb — Proposed Slope Stakes Cut --- C--- Proposed Slope Stakes Fill --- F--- Proposed Curb Ramp cR Existing Metal Guardrail — Proposed Guardrail = Existing Cable Guiderail — Proposed Cable Guiderail — Equality Symbol Pavement Removal T�EGETATION.• Single Tree Single Shrub �� Hedge Orchard � � � � Vineyard Vineyard DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED EXISTI11lG STRUCTURES.• MAJOR: Bridge, Tunnel or Box Culvert Bridge Wing Wall, Head Wall and End Wall - MINOR: Head and End Wall Pipe Culvert Footbridge Drainage Box: Catch Basin, DI or JB Paved Ditch Gutter Storm Sewer Manhole Storm Sewer UTILITIES: POWER: Existing Power Pole Proposed Power Pole Existing Joint Use Pole Proposed Joint Use Pole Power Manhole Power Line Tower Power Transformer U/G Power Cable Hand Hole H-Frame Pole Recorded U/G Power Line Designated U/G Power Line (S.U.E.*) TELEPHONE: Recorded U/G Water Line - coNc Designated U/G Water Line (S.U.E.* - � coNc �vv� � Above Ground Water Line _ CONC HW �-- � CB O -S • � O /1 � �� P - P � Existing Telephone Pole � Proposed Telephone Pole � Telephone Manhole O Telephone Booth ❑� Telephone Pedestal 0 Telephone Cell Tower � U/G Telephone Cable Hand Hole HH Recorded U/G Telephone Cable T Designated l�/G Telephone Cable (S.U.E.*) — - - - -T- - - - Recorded U/G Telephone Conduit T� Designated U/G Telephone Conduit (S.U.E.*� - - - -T�- - - - Recorded U/G Fiber Optics Cable T FO Designated U/G Fiber Optics Cable (S.U.E.*� ----T Fo- -- WATER: Water Manhole Water Meter — Water Valve — Water Hydrant Ow 0 � � ENciNEERiNc STORM WATER TRANSPORTATION DATE DATE DATE DATE DATE �v -�- - - A/G Water �: TV Satellite Dish C� TV Pedestal ❑� TV Towe r � U/G TV Cable Hand Hole HH Recorded U/G TV Cable T� Designated U/G TV Cable (S.U.E.*) - - - -T�- - Recorded U/G Fiber Optic Cable T� Fa Designated U/G Fiber Optic Cable (S.U.E.*� ----TV FO- - GAS : Gas Va lve Gas Meter Recorded U/G Gas Line Designated U/G Gas Line (S.U.E.*) Above Ground Gas Line SANITARY SEWER: Sanitary Sewer Manhole Sanitary Sewer Cleanout U/G Sanitary Sewer Line Above Ground Sanitary Sewer Recorded SS Forced Main Line Designated SS Forced Main Line (S.U.E.*) MISCELLANEOUS: Utility Pole Utility Pole with Base Utility Located Object Utility TrafFic Signal Box Utility Unknown U/G Line U/G Tank; Water, Gas, Oil Underground Storage Tank, Approx. Loc. A�G Tank; Water, Gas, Oil Geoenvironmental Boring U/G Test Hole (S.U.E.*) Abandoned According to Utility Records End of Information • 0 0 ❑s - 7UTL - 0 UST 0 � m AATU R E.O.I. CITY OF DURHAM PUB�IC WORKS DEPARTMENT APPROVED ♦ - �� — —G— A/G Gas .. ,. 0 A/G Sanitary SeWer FSS - - - -FSS- PA�E�EHT SCHEta(lLE C� PROPOSED APPROX. l%2' ASPHALT CONCRETE SURFACE COURSE TYPE 59.5C, AT Aly A►/ERAGE RATE OF /68 LBS. PER S�. YD. C2 PROPOSED APPROX. 3` ASPHALT COIyCRETE SURFACE COURSE TYPE S9.5C, AT Al y A►/ERAGE RATE OF /68 LBS. PER S�. YD. lly EACH OF T y�0 LAYERS. PROPOSED V�.DEPTH ASPHALT COIyCRETE SURFACE COURSE. TYPE 59.5C. AT ,41�1 C3 AVERAGE RATE OF ll2 LBS. PER SQ. YD. PER P DEPTH TO BE PLACED lly LAYERS NOT LESS TH,4N l%2" OR GREATER THAIy 2' lN DEPTH. � PROPOSED APPROX.� ASPHALT CONCRETE INTER�ED/ATE COURSE.TYPE ll9AC. AT Al y A�ERAGE RAT E OF 456 LBS. PER SQ. YD. PROPOSED V�.DEPTH ASPHALT COIyCRETE INTER�ED/ATE COURSE, TYPE ll9AC, Q2 AT ,4N A�ERAGE RATE OF ll4 LBS. PER SQ. YD. PER P DEPTH TO BE PLACED lly LAYERS NOT LESS TH,4�/ 2�/2' lN DEPTH OR GREATER THAIy 4' lN DEPTH. E� PROPOSE� APPROX.4' ASPHALT CONCRETE BASE COURSE. TYPE B25AC. AT ,41�1 A�ERAGE RATE OF 456 LBS. PER SD YARD. PROPOSED VAR. DEPTH ASPHALT CONCRETE BASE COURSE. TYPE B25.00. AT EZ Aly A�ERAGE RATE OF ll4 LBS.PER SC?.YARD PER l'DEPTH, TO BE PLACED lN LAYERS lyOT GREATER THAIy 5%2' lly DEPTH OR LESS THAIy 3/N DEPTH. R/ EX/STING COIyCRETE CURB AIyD GUTTER R2 PROPOSED 2'-6'CONCRETE CURB AI�D GUTTER � PROPOSED 2' -0' C0l yCRETE CURB AI�D GUT T ER S PROPOSED 4' CONCRETE S/DEy�ALK T EARTH �IATER/AL U EX/STING ASPHALT PA►/E�ENT �/ �I/LLING ASPHALT PA►/E�ENT. l.5' TO 3` DEPTH �yAR/ABLE DEPTH ASPHALT PA►/E�ENT fSEE DETAIL SHOy�ING �ETH00 OF y�EDGING. T H/S SHEET J NOTES: 1) PAVEMENT EDGE SLOPES ARE 1:1 UNLESS OTHERWISE NOTED. 2) IN LOCATIONS OF WIDENING, SAWCUT AND REMOVE A MINIMUM OF 1' FROM EXIST ASPHALT PAVEMENT TO PROVIDE A CLEAN EDGE. PROVIDE A MINIMUM OF 1' WIDTH OF FULL DEPTH PAVEMENT. 3) MILL EXISTING ASPHALT PAVEMENT TO A DEPTH THAT ALLOWS THE MINIMUM SURFACE COURSE DEPTH. 4) SIDEWALK AND GRASS VERGE WIDTHS VARY. SEE PLANS. 5) CURB AND GUTTER TYPE VARIES. SEE PLANS. 6) SEE PLANS FOR LANE TAPERS. 7) SEE CROSS SECTIONS FOR FILL SLOPES. 2:1 FILL SLOPES WILL REQUIRE A HANDRAIL. o, � � � � 0 0 � rn � , 0 � � a� �c � c 0 � � c 0 � � a� � m � 0 0 � � � � � L � 0 � � N rn � i � � O O � � � 0 � 0 � 0 0 � � � O � U EX/STlIyG GROUIyD _, � y�IDE EX/STING GROUI yD � �, � -L- MORREENE ROAD 48' PROP R l6' 8' l6' l' 5' ll' /GR //' //' 5' 2' * FDPS �� _ r Q C2 � OV Cl EX/ST ►' /P U p� ;RADE TO TH/S LllyE E� TYPICAL SECTION NO. 1 -L- Sta. 12 + 10.00 TO 20 + 85.00 � -�- MORREENE ROAD PROP R/y� �AR/ES 30' TO 325' VAR/ES /6' TO 2/.5' � 2'� 9' 32' PROP R 8' ll' /GR 2' 5' FDPS _ 3' TO l5' �AR/ES V��ES 0' TO 8' �,qR�ES 0' TO 75' /� 5� 3� = 5� //� .A. .A. �� 5� = 5, �. � � � r ti Q • • Q �� R2 R3 C2 C2 R2 � 2� - � EX/ST EX/ST I - 2� 3�� .� �i — — — — — — — — — — `� 3� S � � //. — — — — //. �I I� 05' D/ �� V D/ �'5� 5 T E/ GRADE TO TH/5 LINE E/ T TYPICAL SECTION NO. 2 -L- Sta. 20 + 85.00 TO 31 + 99.00 ("A" = 5.5') -L- Sta. 31 + 99.00 TO 48 + 50.00 ("A" = 0') -L- Sta. 48 + 50.00 TO 55 + 01.21 (BEGIN APPROACH SLAB) ("A" = 5.5') �/1 65' � 2' � � 3' � 65' � 2' � EX/STING GROUND _. — R2 R3 � EX/STING I � GROUND ., 2% _ Q — 5 �' 'E T �� TYPICAL SECTION NO. 2 B -L- Sta. 53 + 64.04 TO 53 + 73.11 �ILLIHG DET AlL �IILL �lOTCH TO KEY ll� C/ fALT TYPICAL SECTION NO. 2 D -L- Sta . 54 + 02 .5 7 TO 55 + 01.21 CURB & 7" 6' T r TRANSITION TOP OF CURB TO GUTTER ELEVATION = FOR TIES TO SIDEWALK,TR,4A/SlTION GUTTER PAN UP TO TOP OF CURB ELEVATION I /%2' � — — — — — — — �R �' — — — — — �u 25� r0 50� � AS D/RECTED BY EHG/HEER � REV. Noee REVISIONc DATEe DRAWN BY: CHECKED BYe �This document, together with the concepts and designs presented herein, as an instrument of service, is � lntended only for the speciffc purpose and cllent for whlch ft was prepared, Reuse of and improper � reliance on this document without written authorization and adoption by Kimley-Horn and Associates, Inc, \ shall be without liability to Kimley-Horn and Associates, Inc, � Copyright Kimley-Horn and Associates, Inco, 20 18 EX/ST lNG GROUIyD �, — TYPICAL SECTION NO. 2A -L- Sta. 20 + 85.00 TO 47 + 45.31 �IED�GIHG DET AlL STAKED SUBGRADE/CURB LINE TO BE FIELD VERIFIED BY INSPECTOR PRIOR TO INSTALLATION TO ENSURE INTENT OF MAINTAINING EXISTING PAVEMENT IS MET. PROP R/y� ►/AR/ES 30' TO 32.5' � PREPARED IN THE OFFICE OFo ■ � 300 WEST MORGAN STREET9 SUITE 15009 DURHAM9 NC9 2770 I PHONEo (9 19) 682-3583 PE No, F-o ioz 2% T � � vrrvuryu /'-. EX/STlIyG ,� GROUND — PROPOSED SIDEy�ALK/RA/L fSEE STRUCTURE PL�41�151 DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED EX/STlIyG ,� GROUND — TYPICAL SECTION NO. lA -L- Sta. 12 + 30.00 TO 14 + 29.93 EX/STlIyG ,� GROUND — � -L- MORREENE ROAD 20�-�.�• 2r-4.�- 6' 5' ll' ll' ll' 5' 5.75' l'- . � . �� 0 � u u � ------------------------------ L_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _� EX/STING BR/DGE BRIDGE TYPICAL SECTION -L- Sta. 55 + 01.21 TO 57 + 59.25 _3,.� EX/STlIyG ,� GROUND — S �' 'E T 0�� TYPICAL SECTION NO. 2C -L- Sta. 53 + 73.11 TO 55 + 16.56 CURB TR,4I�1SlTlON DETAIL TlE TO SIDEWALK, ASPHALT,OR EXISTING GROUND PROJECTe TYPICAL SECTIONS N�T T� S�A�E PROPOSED RA/L (SEE STRUCTURE PL�4^IS7 DATE DATE DATE DATE DATE MORREENE ROAD (SR 1317) BIKE LANES JOB NUMBER: TYPICAL SECTION NO. 2E -L- Sta. 39 + 81.34 TO 41 + 96.42 CITY OF DURHAM PUBLIC WORKS DEPARTMENT APPROVED ENGINEERING STORM WATER TRANSPORTATION i i Ani�c AR/ES EX/STII yG 5/DEy�ALK EX/STING � ,, GROUND � _ � �— — 0 I 1494 100 SHEET NUMBER: 2 PA�E�EHT SCHEta(lLE C� PROPOSED APPROX. l%2' ASPHALT CONCRETE SURFACE COURSE TYPE 59.5C, AT Aly A►/ERAGE RATE OF /68 LBS. PER S�. YD. C2 PROPOSED APPROX. 3` ASPHALT COIyCRETE SURFACE COURSE TYPE S9.5C, AT Al y A►/ERAGE RATE OF /68 LBS. PER S�. YD. lly EACH OF T y�0 LAYERS. PROPOSED V�.DEPTH ASPHALT COIyCRETE SURFACE COURSE. TYPE 59.5C. AT ,41�1 C3 AVERAGE RATE OF ll2 LBS. PER SQ. YD. PER P DEPTH TO BE PLACED lly LAYERS NOT LESS TH,4N l%2" OR GREATER THAIy 2' lN DEPTH. � PROPOSED APPROX.� ASPHALT CONCRETE INTER�ED/ATE COURSE.TYPE ll9AC. AT Al y A�ERAGE RAT E OF 456 LBS. PER SQ. YD. PROPOSED V�.DEPTH ASPHALT COIyCRETE INTER�ED/ATE COURSE, TYPE ll9AC, Q2 AT ,4N A�ERAGE RATE OF ll4 LBS. PER SQ. YD. PER P DEPTH TO BE PLACED lly LAYERS NOT LESS TH,4�/ 2�/2' lN DEPTH OR GREATER THAIy 4' lN DEPTH. E� PROPOSE� APPROX.4' ASPHALT CONCRETE BASE COURSE. TYPE B25AC. AT ,41�1 A�ERAGE RATE OF 456 LBS. PER SD YARD. PROPOSED VAR. DEPTH ASPHALT CONCRETE BASE COURSE. TYPE B25.00. AT EZ Aly A�ERAGE RATE OF ll4 LBS.PER SC?.YARD PER l'DEPTH, TO BE PLACED lN LAYERS lyOT GREATER THAIy 5%2' lly DEPTH OR LESS THAIy 3/N DEPTH. R/ EX/STING COIyCRETE CURB AIyD GUTTER R2 PROPOSED 2'-6'CONCRETE CURB AI�D GUTTER � PROPOSED 2' -0' C0l yCRETE CURB AI�D GUT T ER S PROPOSED 4' CONCRETE S/DEy�ALK T EARTH �IATER/AL U EX/STING ASPHALT PA►/E�ENT �/ �I/LLING ASPHALT PA►/E�ENT. l.5' TO 3` DEPTH �yAR/ABLE DEPTH ASPHALT PA►/E�ENT fSEE DETAIL SHOy�ING �ETH00 OF y�EDGING. T H/S SHEET J NOTES: 1) PAVEMENT EDGE SLOPES ARE 1:1 UNLESS OTHERWISE NOTED. 2) IN LOCATIONS OF WIDENING, SAWCUT AND REMOVE A MINIMUM OF 1' FROM EXIST ASPHALT PAVEMENT TO PROVIDE A CLEAN EDGE. PROVIDE A MINIMUM OF 1' WIDTH OF FULL DEPTH PAVEMENT. 3) MILL EXISTING ASPHALT PAVEMENT TO A DEPTH THAT ALLOWS THE MINIMUM SURFACE COURSE DEPTH. 4) SIDEWALK AND GRASS VERGE WIDTHS VARY. SEE PLANS. 5) CURB AND GUTTER TYPE VARIES. SEE PLANS. 6) SEE PLANS FOR LANE TAPERS. 7) SEE CROSS SECTIONS FOR FILL SLOPES. 2:1 FILL SLOPES WILL REQUIRE A HANDRAIL. o, � � � � 0 0 � rn � , 0 � � a� �c � c 0 � � c 0 � � a� � m � 0 0 � � � � � L � 0 � � N rn � i � � O O � � � 0 � 0 � 0 0 � � � O � U EX/STlIyG GROUIyD _, � y�IDE EX/STING GROUI yD � �, � -L- MORREENE ROAD 48' PROP R l6' 8' l6' l' 5' ll' /GR //' //' 5' 2' * FDPS �� _ r Q C2 � OV Cl EX/ST ►' /P U p� ;RADE TO TH/S LllyE E� TYPICAL SECTION NO. 1 -L- Sta. 12 + 10.00 TO 20 + 85.00 � -�- MORREENE ROAD PROP R/y� �AR/ES 30' TO 325' VAR/ES /6' TO 2/.5' � 2'� 9' 32' PROP R 8' ll' /GR 2' 5' FDPS _ 3' TO l5' �AR/ES V��ES 0' TO 8' �,qR�ES 0' TO 75' /� 5� 3� = 5� //� .A. .A. �� 5� = 5, �. � � � r ti Q • • Q �� R2 R3 C2 C2 R2 � 2� - � EX/ST EX/ST I - 2� 3�� .� �i — — — — — — — — — — `� 3� S � � //. — — — — //. �I I� 05' D/ �� V D/ �'5� 5 T E/ GRADE TO TH/5 LINE E/ T TYPICAL SECTION NO. 2 -L- Sta. 20 + 85.00 TO 31 + 99.00 ("A" = 5.5') -L- Sta. 31 + 99.00 TO 48 + 50.00 ("A" = 0') -L- Sta. 48 + 50.00 TO 55 + 01.21 (BEGIN APPROACH SLAB) ("A" = 5.5') �/1 65' � 2' � � 3' � 65' � 2' � EX/STING GROUND _. — R2 R3 � EX/STING I � GROUND ., 2% _ Q — 5 �' 'E T �� TYPICAL SECTION NO. 2 B -L- Sta. 53 + 64.04 TO 53 + 73.11 �ILLIHG DET AlL �IILL �lOTCH TO KEY ll� C/ fALT TYPICAL SECTION NO. 2 D -L- Sta . 54 + 02 .5 7 TO 55 + 01.21 CURB & 7" 6' T r TRANSITION TOP OF CURB TO GUTTER ELEVATION = FOR TIES TO SIDEWALK,TR,4A/SlTION GUTTER PAN UP TO TOP OF CURB ELEVATION I /%2' � — — — — — — — �R �' — — — — — �u 25� r0 50� � AS D/RECTED BY EHG/HEER � REV. Noee REVISIONc DATEe DRAWN BY: CHECKED BYe �This document, together with the concepts and designs presented herein, as an instrument of service, is � lntended only for the speciffc purpose and cllent for whlch ft was prepared, Reuse of and improper � reliance on this document without written authorization and adoption by Kimley-Horn and Associates, Inc, \ shall be without liability to Kimley-Horn and Associates, Inc, � Copyright Kimley-Horn and Associates, Inco, 20 18 EX/ST lNG GROUIyD �, — TYPICAL SECTION NO. 2A -L- Sta. 20 + 85.00 TO 47 + 45.31 �IED�GIHG DET AlL STAKED SUBGRADE/CURB LINE TO BE FIELD VERIFIED BY INSPECTOR PRIOR TO INSTALLATION TO ENSURE INTENT OF MAINTAINING EXISTING PAVEMENT IS MET. PROP R/y� ►/AR/ES 30' TO 32.5' � PREPARED IN THE OFFICE OFo ■ � 300 WEST MORGAN STREET9 SUITE 15009 DURHAM9 NC9 2770 I PHONEo (9 19) 682-3583 PE No, F-o ioz 2% T � � vrrvuryu /'-. EX/STlIyG ,� GROUND — PROPOSED SIDEy�ALK/RA/L fSEE STRUCTURE PL�41�151 DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED EX/STlIyG ,� GROUND — TYPICAL SECTION NO. lA -L- Sta. 12 + 30.00 TO 14 + 29.93 EX/STlIyG ,� GROUND — � -L- MORREENE ROAD 20�-�.�• 2r-4.�- 6' 5' ll' ll' ll' 5' 5.75' l'- . � . �� 0 � u u � ------------------------------ L_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _� EX/STING BR/DGE BRIDGE TYPICAL SECTION -L- Sta. 55 + 01.21 TO 57 + 59.25 _3,.� EX/STlIyG ,� GROUND — S �' 'E T 0�� TYPICAL SECTION NO. 2C -L- Sta. 53 + 73.11 TO 55 + 16.56 CURB TR,4I�1SlTlON DETAIL TlE TO SIDEWALK, ASPHALT,OR EXISTING GROUND PROJECTe TYPICAL SECTIONS N�T T� S�A�E PROPOSED RA/L (SEE STRUCTURE PL�4^IS7 DATE DATE DATE DATE DATE MORREENE ROAD (SR 1317) BIKE LANES JOB NUMBER: TYPICAL SECTION NO. 2E -L- Sta. 39 + 81.34 TO 41 + 96.42 CITY OF DURHAM PUBLIC WORKS DEPARTMENT APPROVED ENGINEERING STORM WATER TRANSPORTATION i i Ani�c AR/ES EX/STII yG 5/DEy�ALK EX/STING � ,, GROUND � _ � �— — 0 I 1494 100 SHEET NUMBER: 2 C � � I Q N i � � Q i � � i O O � � � O i � � a� � � C O � i C O � i N � � � O O � N C N N L L O � � N � � I v 0 0 � rn � 0 � 0 3 � 0 0 � i � � � � � O N \ � \ � -L - POT Sto.10+00.00 c � � O r � Q i 0 0 � rn � � 42 0 � � � � � 0 � 410 0 � � � � m 0 400 � � � � � � L � 390 � N � � I v 0 380 0 � � 0 3 370 � 0 0 � � � � � 360 DUCTBANK —F.C, OF AMERICrC. � � � � . .. , � ,c'�' � 15 i ,�� RCP � u . ' v � OTE: l. FOR CLAR/TY.ONLY�FHE- ---- T�M � FACE OF CURB /5 �H(�'N -fOR- — — — _ _ — — — — THE CURB AI�D GUTTER SECT/ONS. —--— 2.ALL DRl►/Ey�AYS ARE CONCRETE UNLESS LABELED OTHEf�ISE Pl Sto l8+13.36 0= 5° l7' 03.4' !LT J D - � �� ✓oAr L = 230.57' T = 115.37' R = 2,500.00' 10 11 L" � —_— SO 12 � z 0 �_ a �II � TOP=397o44' INV IN(SE)=382059' INV OUT(NW)=382054' 13 REV. Noee REVISIONc DATEe DRAWN BY: CHECKED BYe � � This document, together with the concepts and designs presented herein, as an instrument of service, is N intended only for the speciffc purpose and cllent for whlch ft was prepared, Reuse of and improper �reliance on this document without written authorization and adoption by Kimley-Horn and Associates, Inc, � shall be without liability to Kimley-Horn and Associates, Inc, � Copyright Kimley-Horn and Associates, Inco, 20 18 0401 INV=374,66' EX�ST�N� R/`�' 14 CI�D-LONGy�E� LLC DB 7700 P �87 PB �90 PG 38� P�N 08�2-0�-�6-99�6 P�D °2�4572 40 GAL�VAY GLEN LI� 15 PREPARED IN THE OFFICE OFo ■ � 300 WEST MORGAN STREET9 SUITE 15009 DURHAM9 NC9 2770 I PHONEo (9 19) 682-3583 PE No, F-o ioz - ___ _ 16 -L - PC Sto.16+97.99 DB �22 PG 336 PB �72 PG 308 P�N 08�2-0�-26-�649 P� ■ � 74392 2�4 ORREENE RD 17 PLAN/PROFILE SHEETS � -L - PT Sto.19+28.56 �.../ KATHRYN ALLENE MEYERS DB 3994 PG 206 PB 174 PG 245 P�N 08�2-0�-26-255� P D •�74659 222 �ORREENE RD 19 H O RIZ 20 0 40 PROJECTe 20 21 42 0 410 -�� 390 .� 370 MORREENE ROAD (SR 1317) BIKE LANES VE RT 5 0 10 JOB NUMBER: 0 I 1494 100 SHEET NUMBER: 4 TOP=407.47' � INV W(SE)=397,32' � � INV OUT(SW)=397a13' N DOCUMENT NOT CONSIDERED FINAL w a UNLESS ALL SIGNATURES COMPLETED � � o � -L - Pl Sto 22+9/.00 Pl Sto 25 +68.54 0= 30' l2' 50.5' IRTI 0= 2' 39' 36.4" IRTJ D= l0' 08' 27.0" o= r 4T 25.8" L 297r✓ ', � l�v��• , T = 152.52� r = �4.�a R = 565.00' R = 3.200A0' �ORTH SHELTON DAN�EL E BLA OCK TRUSTEE o DAN�EL E BLALOCK DAN�EL E BLALOCK ,a� �,�� CA OLYN SHELTON I�CC CORDE I�I BLALOCK mn R IRU TEE A K TRU TEE � .�oti a,��'�i DB 322 PG 361 FA�y�ILY TRST 52 �Z CO DE ! �yI BL LOC CORDE I �yI BLALOCK MARcAM INyESTMENTS. INC. ?� Q� PB 190 PG 77 D P 7145PPG466� � nm FA�yIILY TRST FA�y�ILY TRST B G 6 r DB 7735 PG 661 DB 7735 PG 661 DB �874 PG 3�9 � �Gp P�N 0812-10-26-6031 � z v PB 130 PG 12 N �� PIp ■124775 PIN 0812-10-25-6932 0 ��,,, PB 14 PG 46 PB 14 PG 46 P�N 08�2-�0-25-8so6 55 317 IyIORREENE RD 40i�ORREENE6RD ov°DpD �°r°°r° P�N P8p12 j24778 729 P�N P8�2 p124799 722 PI "124711 �; � �o N aw�n , ._ r 401 IyIORREENE RD 401 IyIORREENE RD 309 �ORREENE RD ;�a° a RACHEL NOBLIT T MCC 54 53 r�,.,No -o`J' o 0 5.�°' � D B 2 8�P G 3 6 r^�� v�'�°�'� ��;`�� PB �90 PG 77 P�N 08�2-�0-26-6�20 59 58 P,i� ■i2477i P�N 08�2-�0-26-624 ,� 31'3 M�RREENE RD I � �DB 2205 PG 43 I_ 9I� � �sBKo �I , 4� �C v, I w c X i o'v `��, I � � <I'i EMOVE oo � � � �'.o � I ' � , PROPOSE IyGVIE�I � , coNc � I D VELOP ' � , ��i REPLACE 4 Ally ,� '� ISFD / PROVE N ITYPI a; �� REM TOP-399.15' ��NK FE �-� ' E OP=403e42 i 18" IN=392e36' �� E BOTTOM STEPS � � DECI 1 8" O U T- 3 9 2. 4 2' WOOD � � � B X=402,87' oa, o C � ST EP' ; J `� �� E �{`�� I /�R 24"'>TN HW CiUYs, i Y I � �MOV�`^�7.1 ING R� VO V" ' � — /1 � �I L F� G - - _ -;� � � �� i � i �� Y " INV=403 91' T� � INV=403,36' �� 14 i ��'�P`� -` —XHL �� ' _ _ - _ �- � - -L - PC Sto. 2/+38.47 —x 4�-- _ _ - _ _ _ _ _ — X__X_x � . . / �L.= . q" STEEL � T FO Z , �P— �`��"" „ e �" STEEL _ _ � — — — � � � D U � �� +— �— � �/ � � i �'— � � A� �' � o �� Y� � =404,1 = 3 31 — — T — — � .. . � � - � TOP=4I1.35' OG'N � i �2j i j � � VC MB�M _ _ � - -_- _ _ _ � S -f- INV OUT(S)=406,25' / � ss � � � �� V 0q 5°� � -� -i E Y ,.. ,. � i - � -Y3- POT StO.10+00.00 m = � � � -^ � 51 50 n } 00 � � _ � cNT� ��N� � ISINDB � ' � � L PT Sto. 26+ .8/ �m sTEPs � � � i i � �°pO° °O i WE OVE 42 PO�ELL L�NEAGE DURHAM. LLC QB 7673 PG �50 PB 53 PG 97 PIN 0812-14-25-7342 P D °�24753 400 �yIORREENE RD � DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED NAD 83 l50' UNIFORM SHIFT i i � u � � � � i i i i � ' 50' LEFT isB�KD � R � + � isBK� ' o TURN LANE l00' LEFT TURN T�RPERo � � � , ; o Woo�s o {� a � STEPS � ,' o l00' LEFT TURN LANE l00' LEFT TURN TAPER o lV i i � TOP=401.51' � ° a � °° � INV W(N�=396.11' °�� °� i� rn INVT N(M 8380I 86' � WOODS � (_ -i STN � � INV OUT(S)=396,06' + E E � Z\ �l � � + INV OUT(S)=380e05' � E 12" CPi i�.F— � F _ INV-390.12' GR E E E� E F _ �� 398e ' F _ _ — — — — _ � _ _� �L INV=388,94' — — F — — — — — — — — — — — � �`-- —IN�398.36' . . i � 71 � � � �I � —T FO— -- — — — — � RC — ST41�6�k'�L — — `. �► _ - — — � G— — — � �_ �.— - — —.—..—..— — — — 5 Exi — — EXISTING R/ ' — — —Y— — — — — — ' � O �� -- B �_ — — — I�D�Sf�f� � � I � � I � � � � I_5 . 32' �ST - � — � - � _ S / / „ T� � - S + �1 I �5" RCP REMOVE r 15" RCP-IV - - C�=F -- - 1-8=' - - - - - _F (n i � ; 0' R fl . • / K _ -'� � 'G � i � '� — — — � � -�S /+ , � W / � � i � i C . ('7R � C E 1�71NG R1� � � � E "f — E�+STIN�R/iy- 3��''� �� \ � a I / � / ��l / � � � .� _ GR � , 0 C E w � L T E �� C I Zl' F I � O G W I 8 /Z� �� : �- �F j //� � N� — / /A8� N � �R > � i � 4 C N 1 �' ? � � / I 16 0 � TOP=392.94' LT � �TI y / i/ C^�, A ��3 1 � �� i o � � � � � � � ' I � I I � 1 55 0 U T3 3 9 0 0 5' I � c�• � coNc � y � , INoo�s ° � 6 � S TY,P�-j� l � i�N �'+ ° E �l R� p � ISFD N � � I I �y �� q� 85� 3�/ % xS �N�' � o IQ T R MOV��. � -X � � o � �VOODS via � P�.1 � ds � E E ESE �ENCE� , I = I - � � �` , �- P � � � ie�w � AND GA � ,�� i ISFD ,� o ~ � `-' -L - POC Sto. 26 +35.17 - o �1 � a I o � ° � � ��-� i :; �� cw = �sF o � ;� C: , � I � � � -Y3- POT Sto.10+00.00 1 ��I �, I �� / -�6 REMOV QI � � � � g° �o I� � � _ � � � � tiQ � � X� PROPOSE Ncv� �V �� - 1��I � 85 34 9.2" � �o Y I a / , ,y p � � �v� w � � � � � m I N J ��--� � � m � � � J�� , Q 0509 �. D VELOP�IE T � W � � ��`-��`� Z NN �� '� 2��-� i�PROVE�IE s rr�� , � M u' �� ,� l TR Tl ��'� � mo v / � rn � � BEG CO S UC 0 0 � o, N� � ,050 � �� ,, rn -Y3- POT Sto.10+53.97 � N� � � SPECIAL L�,TE L V DITCH �rn X �� I �a SEE DETAIL VSHEET 2D-1 z o I= � O 7i �°. GI D Y 46 JAMES D. GOODR�CH & � c �� 23�� N V�o,o�s � -Y3- POT St lI+OO.00 � BEyERLY R. GOODR�CH �'� W q � � -L - _l-'�C $f0. 2/+95.84 = DB �555 PG 328 � � � I,I � -Y2 POT Sto. l�f��.�� PB 3�A PG 34 � � --� �� _ //�/�./2.a► P�N 08�2-0�-25-2479 � i,� I � , 15" RCP-IV PID •174641 ��N 3702 TREMONT DR y� � " j� ,� BEGI CO STRUCTIO �� ' -Y2- POT Sto.10+80.92 _ �47 KAI PINTO & ALICIA PINTO � �� '� .�+ �� F/RE HYDR,4l1/T RELOCATED -L PC SfO. Z4+�.Z�i DB 7471 PG 394 62 I '� fBY OTHERSJ P I P I � � � � SPECIAL LATERAL 'V' DITCH P�N 08�2 0�-25�2684 �I � ; I ,� SEE DETAIL VSHEET 2D-1 4i2 I�ORREENE RD M� � � Oo, 61 60 _ � , �_ � -L PT Sta.24+36.42 56 � ALEJANDRO yANEGAS & � 62 KATHRYN ALLENE MEYERS �' '��'y NC DEPARTMENT OF �IFE INGRID A yANEGAS MILTON L EHITFIELD JR MACDAyiS ANNAN DB 3994 PG 206 �� , �►�j'� TRANSPORTATION DB 3717 PG 105 o, PB �74 PG 245 j� +�� DB 1597 PG 159 PB 36 PG 175 DB 988 PG 268 DB 7813 PG I � P�N 08�2-0�-26-255� I� I L PB 36 PG 175 pIN 0812-01-26-3206 57 PB 36 PG 175 PB 3B PG 175 o P ■�74659 '� P IN 0 8 1 2 � 0 1- 2 6- 3 3 5 7 P D°174647 P � N 0 8 1 2� 0 1- 2 6- 3 1 0 7 P � N 0 8 1 2 � 0� 646 0 9 9 � 222 �ORREENE RD � ' P D 174648 306 �ORREENE RD P�q �74646 P� �, , �, 302 �yIORREENE RD 310 MORREENE RD 312 Iy�ORREENE RD Q i 0 � � � � rl' � 42 0 � � � o � - , � 410 ._,_ 0 � ---- ' �-a0.9C m 0 400 : � BEGI c i H � -L- S� � ELEy L � 390 - � N � � I v 0 380 0 � � ; 0 3 370 � 0 0 � � � � � 360 21 22 23 REV. Noee REVISIONc DATEe DRAWN BY: CHECKED BYe � � This document, together with the concepts and designs presented herein, as an instrument of service, is N intended only for the speciffc purpose and cllent for whlch ft was prepared, Reuse of and improper �reliance on this document without written authorization and adoption by Kimley-Horn and Associates, Inc, � shall be without liability to Kimley-Horn and Associates, Inc, � Copyright Kimley-Horn and Associates, Inco, 20 18 4 �' � -° � � i �� -Y4- POT Sto. 11+00.00 ,D- �mc x 49 =� �O� D �� J FOREST OAKS O�NERS ASSOCIATION ,�°si�s8, ��, DB 14 4 PG 4 so 8S, "W EIP �—U, PB ��9 PG �87 �D-' P�N 08�2-0�-25-4829 -�--i PI ■174644 �m� 3�6 ORREENE RD — � m --i ,,` �oz �D � `° `�. 94�� c� � _ � I 24 25 26 PREPARED IN THE OFFICE OFo ■ � 300 WEST MORGAN STREET9 SUITE 15009 DURHAM9 NC9 2770 I PHONEo (9 19) 682-3583 PE No, F-o ioz 27 �'3 PLAN/PROFILE SHEETS - - I.' � - - - � o -- - - J 2 � O O O I 5/: `'� � 48" M F--� Y9 � c\ ,GR, ��, I --r �,"�' B K� c E_ EX�ST�N� �� , � \ o� E �� I z� �� ? : � �- x ST PS �� I o � � J � j I� � � � � ~ � � I � v � I ' � ISBKD � E � R�ET �ENQE � � � , lN PLA(�E I Q � I/ I�� I � REMOVE BR/CK ,' �R I � c� � > �� ` I � I �ALLS ' � ' 45 o � IS KD o DEBB�E A. TAYLO `° DB �553 P'G 697 -L - POT Sto. 28+67.30 =� PB 3�A f�� -34- P�N 08�2-0�-25-3489 -Y - POT , Stop 1Of00.00 � 416Pj�oRRE NE R� � = 9/'32 /9.5 BEGI CO STRUCTlO -Y - POT Sto.10+5/.52 4 7 TOE PROTECTION CLASS B RIP RAP 48 EST 15 TONS 4C EST 40 SY GFD `�` SEE DETAIL 2/SHEET 2D-1 KENNErH S SUGGS 29 30 HORIZ PRo�ECTe 20 0 40 31 42 0 410 -�� 390 .� 370 MORREENE ROAD (SR 1317) BIKE LANES VE RT 5 0 10 JOB NUMBER: & JERRI G SUGGS DB 2597 PG 93 PB 158 PG 291 PIN 0812-01-25-3664 PI °196414 410 ORREENE RD �, � CITY OF DURHAM PUB�IC WORKS DEPARTMENT APPROVED ENGINEERING STORM WATER TRANSP�RTATI�N DATE DATE DATE DATE DATE 0 I 1494 100 I i I ric rn cvi�rilin niioo e niirrco SHEET NUMBER: 5 � T`' �� / �2g _L_ �i DOCUMENTNOTCONSIDEREDFINAL \\� — � O 34 UNLESS ALL SIGNATURES COMPLETED � �— Pl Sto 35+37J1 � DANNY LEE N�CHOLS � \ ( �° I �_ l� 3/' J�I.Z� iLT1 PB �246PGG�00 \ \ �� • 05°42'48" E EIR TOP=380.70� PIN 0812-14-24-7650 N� I�� Q 5/2' 3/.�' z� „�, S 05°43�?g�� . INV-378.59' PIp •1247�0 � ' � L = 259.� �_�5�43'29" F , TOP _374 024� '� '' � _ 42 —L— PT Sto. 36+66.39 °� 60� IyIORREENE RD A REP ��N�`' Q �; 28 T 130.49' obs i N � 83 BUS�� l L�llyG _ PO�ELL L�NEAGE DURHAM. LLC � AI�ID SHELTER i �►� RET��i R l,l��.��' DB 7673 PG �50 3'� � TOP=374.40� PB 53 PG 97 38 �'�- 35 � INV=369,35' ;q 42" IN=368.96' _ _ _ $U$AN $. BLAKE � � l(� /5p- �q2 ; � 42° OlJT=368.82� PIN 0812 14 25 7342 DILYS HALE DB 1192 PG 81 Z CLARENCE L. LANE. JR. 32 � Sy��FOR,� o RCP .;/ W� 2„�'� r iNv=368e62, -Y6- POT $f0. IOfOO.00 400 ORREE 5E RD DB 344 PG 6� pg 2q p� �00 & DA�SEY B. LANE � � N PB 24 PG 100 � FT � �/ �� R P PIN 0812-14-24-6911 PIN 0812�14-24-6749 pB 1120 PG 934 ROY LANE FORRESTER. 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Noee REVISIONc DATEe DRAWN BY: CHECKED BYe � � This document, together with the concepts and designs presented herein, as an instrument of service, is N intended only for the speciffc purpose and cllent for whlch ft was prepared, Reuse of and improper �reliance on this document without written authorization and adoption by Kimley-Horn and Associates, Inc, � shall be without liability to Kimley-Horn and Associates, Inc, � Copyright Kimley-Horn and Associates, Inco, 20 18 PREPARED IN THE OFFICE OFo ■ � 300 WEST MORGAN STREET9 SUITE 15009 DURHAM9 NC9 2770 I PHONEo (9 19) 682-3583 PE No, F-o ioz PLAN/PROFILE SHEETS -L- STA 39f00 E[Ey = 376.65' -L- STA 38fT5 ELEV = 377.75' .� . 3 70 360 39 40 41 42 HORIZ PRo�ECTe 20 0 40 MORREENE ROAD (SR 1317) BIKE LANES VE RT 5 0 10 JOB NUMBER: SHEET NUMBER: 0 I 1494 100 6 ❑l T/E TO EX/STING CURB & GUTTER 2❑ T/E TO EX/STING S/DEy�ALK ❑3 RETAIN EX/STING 5/DEy�ALK 410 400 RT CROy�N POINT - .:•: ": �`�� 390 � 28 DOCUMENT NOT CONSIDERED FINAL 31 � �,h 21 UNLESS ALL SIGNATURES COMPLETED / "�3 V \�(/ 07 \ V �� `^� S EPS � � ISBKD c � � � 0 r � Q i 0 0 � rn � � 430 � � � � � 0 � 420 0 � � � � m 0 410 � � � � � � L � 400 � N � � I v 0 390 0 � � � 0 3 380 � 0 0 � � � � � 370 -. � . r,r��.u: . - . , , _ A • - - . . _ � r► ��il_�1 � � - • �� ' • � • -` � � .� � z � � C � ' ' v ' , �,�' - � • �� v• ''1�� :�► � PIN 0812-03-24-4344 29 " P� ■�24655 6�2 ORREENE RD AM A A ROBERT J. 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LLC �'� �y - ��& P� 6 � BEGI CO STRUCTlO DB 7673 PG �33 . y �� JJ �° / � . � � PB 63 PG 72 / �N�,�� G�� -YB- POT Sto.10+69.� P�N 08�2-�4-23-6388 �'��s�\� � 700 ��IORREENE RD CITY OF DURHAM PUB�IC WORKS DEPARTMENT APPROVED ENGINEERING DATE STORM WATER DATE TRANSPORTATION DATE DATE DATE OTES: . _ ❑l T/E TO EX/STING CURB & GUTTER 45 REV. Noee REVISIONc DATEe DRAWN BY: CHECKED BYe � � This document, together with the concepts and designs presented herein, as an instrument of service, is N intended only for the speciffc purpose and cllent for whlch ft was prepared, Reuse of and improper �reliance on this document without written authorization and adoption by Kimley-Horn and Associates, Inc, � shall be without liability to Kimley-Horn and Associates, Inc, � Copyright Kimley-Horn and Associates, Inco, 20 18 46 47 PREPARED IN THE OFFICE OFo ■ � 300 WEST MORGAN STREET9 SUITE 15009 DURHAM9 NC9 2770 I PHONEo (9 19) 682-3583 PE No, F-o ioz .• ,• PLAN/PROFILE SHEETS 2❑ T/E TO EX/STING S/DEy�ALK ❑3 RETAIN EX/STING 5/DEy�ALK 430 420 410 -�� 390 .� 50 51 52 53 HORIZ PRo�ECTe 20 0 40 MORREENE ROAD (SR 1317) BIKE LANES VE RT 5 0 10 JOB NUMBER: SHEET NUMBER: 0 I 1494 100 7 \ � c � � � 0 r � a � 0 � � � d' � 400 � � � � � 0 � 390 0 � � � � m 0 380 � � � � � L � 3 70 � N � � I v 0 360 0 � � � 0 3 350 � 0 0 � � � � � 340 DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED \� -Yll- POT Sto.10+00.00 -Y13- POT Sto. 9+85.9 , '��,, � �� "� 18 , \, '� \ , ,,� , � \\\ � \. � BEGIIy GUARDRAI� _ POC St0 GI+OO.SS = DURHAM OPERATING \ � `�, � T/E TO EX/ST • PARTNERSHIP LP BEGI CO STRUCTIO RE�IOVE EX/ST �� ``�, '�� ,� -ri3- sr,4.9 8�13- POT Sto. llfOO.00 DB 2718 PG 842 � � � -Yll- POT Sto. l�fl2.� � GUARDRA/L � W ` , �, �` � _ , DB 3115 PG 318 \ �� \` \ � 59'38 50.�" PB 99 PG 74 \ \ \ T APER + ;� \'` �'� � -� \ \ __ \ 100' LEFT TURN o �� ADD RIP RAP AT OUTLET TO PIN OH12-14-32-8985 � �6A'''� � PROTECT SCOUR FORMING PI ■125 68 g \\ \ L POT Sto. 53+57.13 = � + o `t''''��-:4B`�/"NIFORti1 SHIFT (LTJ �� ', �� iNv=3q , 6' CLASS B RIP RAP 2800 CA�PUS �j�IA�K AyE I CLASS B RIP RAP � \\ —YII - POT Sto. 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R = \ \ \ � c M � \ � GREU TL - 15 - - � --� � � SR 13 � � B y. \ 081� ' � A,n �\ N TYPE lll � �'�AI N o -L �S 9+2353 � U C T g q N -- \ r_ TYP — � � R � �5' �T � �68 � GUAR A/L \ \ �� \\ l. 5'�U B TAPER �RTI � O \ _ � i � � E � � � tr / M-�� si '�`� \ \ � ,Q�7f7�� W W CLASS B'RI jRAP �W � � .� � \ , 15„ � � AL�E / S � _ �E� � \ \ � � 's o\ � � F.�T 2 TO�PJ S 79 \ �1Q ' — � �\ � �, /�,X� �� \ � \ \ \ � o o � � / / EST 7�SY GFD � 0814 � � \�� - � ) � �� F SEAT-379a90' L '4'55 � d, � s � � � � � � � � � — — � + � �s� o � � �� + �� I =353.59' / / � �g° RCP �W �_ - _ � GIN � � 2 � � �� '� �O D / _ �W F L PC St 55 0 4 �\ � o � � � 267' LEFT � \ /� N ' ' ��'A � � \ T � \� � � � PER — �,�URN LANE � �Nv=356.�0� I I �� q8 �� T qN �'` � c3� �� 30" � �cW � S � � � + �00� L� � � � \ � � � �, c N C�� N � l00'R I 7 y o N Woo�s �\ \ �'s \ � \ �— — /S� � STANDARD 'V'DITCH � 0813 `.� � 80 j� Cy� �CpC ��-G �� + � \ � 66 �W EEL _ — — \ o CLEAN OUT EXIST O `, � — � V 50>91' k,� �� / �1 1 6 S � ` � \ 15 PIPE & OUTFALL � � SLOPE = 6.00% <Q � � � �I[N �c O � � � I 4� �� ' \ , / \!, � '1 \ p ONTRACTOR TO j � � -- �_ �� — �—' R w SEE DETAIL I�HEET 2D-1 O O RIFY CB TIE IN -- F �-� .�„�� — ♦ GREU TL — _ � TAPE — — — � REPLACE EX/STlIyG COIyCRETE / CLEAN OUT AND ': w . 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'� � `,� �,\ � � � � � t \ � `` \t,l l`� ``\ N \ ` 1 ` \ ` \ \ � ` \`t ` ` � o� � BEG/ CO ST RUCT /0 �� l \`,� � � � � � � � \� \_� \\ -/ lL / 0/ ��.//Or { +00.00 �� T ,•� � � � BEGI CO ST RUCT l0 '� \ �qNE 'Qti � �-L - Sto. 5 �8 = � � � � -L - -Y10- -Y12- POT Sto. 10+88J6 � 'G -Y - Sto. l +00.00 � \\ '`,�., \ = 74'"��' .0" � � � \\ �.69 Pl Sto 60+06.33 Pl Sto 10+50.17 ,, CITY OF DURHAM \:, PUB�IC WORKS DEPARTMENT �ti�� `'S�S � 0= 38'29' 55.4" fRTI p= ll'4/' 34.9' ILTI ` \� APPRovEo B ST RUCT l0 \\ '' \ D= 4' 00' 00.0" D= �r 4i' 34.9' �� -YlO PO StO. llfl . � "�q�,� � � ENGINEERING DATE Woo�s � \� �\ L_ 962.47 L= 1��.��' STORM WATER DATE �\ T_ 5 0 0. 2 0' T= 5 �. 1 7' TRANSPORTATION DATE 2SBKAPT � �� DATE 4� �� R- 1,432.39' R- 490.00' � A T E � � �� \ � ric rn cvi�rilin niioo e niirrco REV. Noee REVISIONc DATEe DRAWN BY: CHECKED BYe � � This document, together with the concepts and designs presented herein, as an instrument of service, is N intended only for the speciffc purpose and cllent for whlch ft was prepared, Reuse of and improper �reliance on this document without written authorization and adoption by Kimley-Horn and Associates, Inc, � shall be without liability to Kimley-Horn and Associates, Inc, � Copyright Kimley-Horn and Associates, Inco, 20 18 PREPARED IN THE OFFICE OFo ■ � 300 WEST MORGAN STREET9 SUITE 15009 DURHAM9 NC9 2770 I PHONEo (9 19) 682-3583 PE No, F-o ioz PLAN/PROFILE SHEETS -�� 390 .� 370 360 350 HORIZ PRo�ECTe 20 0 40 MORREENE ROAD (SR 1317) BIKE LANES VE RT 5 0 10 JOB NUMBER: SHEET NUMBER: 0 I 1494 100 8 Y, � �7 �� ALyENTURE CAPITAL INC � \ �' DB 7481 PG 975 Pi� 08�2-�8-32-8�33 DB 2038 PG 778 N II �� IN=345.44� �.� s o3°54'2�" W DB 707� P 873 \ ` PB 36 PG 146 � �8° our=345,2�� w PROPOSED LA SALLE PB 149 PG 175 DB �40 PG 590 � � PB 94 PG �55 S/ Ey�AL PRO.IECT PIN 0812-18-32-6239 P�N 0812-18-31-8938 P�N 08�2-�8-3�-8600 \\ �, I�PROVE�i�IEIyTS fTYPJ PI ■125296 P "125329 � —L— PT Sto. 7/+92.76 PIp ■125345 � � � 943 �ORREENE RD i IOIIIyIORREENE RD 86 \ 921 ORREENE RD � � �' �-ri4- PT Sto.10+�3J7 -L - PC Sto. 69+29.72 - p � �p NAD 83 \ � x �, � 9 � � l5 - POT Sto. l0+ 0. 0 �� '\ �� BEGI CO STRUCTIO 12 , I W BEGI_ CO STRUCTlO FRE MAN H LEDBETTER. 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DA iS & D �499 PG 37 PB 87 PG 9 P�N os�2-�a-3 -�o7s P�DI °�2534 93 MORREEN RD -�ioo MORREENE ROAD PARK CITY OF DURHAM PUB�IC WORKS DEPARTMENT APPRO�ED ENGINEERING DATE STORM WATER DATE TRANSPORTATION DATE DATE DATE �OTES: � ric rn cvi�rilin niioo e niirrco 65 .. REV. Noee REVISIONc DATEe DRAWN BY: CHECKED BYe � � This document, together with the concepts and designs presented herein, as an instrument of service, is N intended only for the speciffc purpose and cllent for whlch ft was prepared, Reuse of and improper �reliance on this document without written authorization and adoption by Kimley-Horn and Associates, Inc, � shall be without liability to Kimley-Horn and Associates, Inc, � Copyright Kimley-Horn and Associates, Inco, 20 18 67 68 PREPARED IN THE OFFICE OFo ■ � 300 WEST MORGAN STREET9 SUITE 15009 DURHAM9 NC9 2770 I PHONEo (9 19) 682-3583 PE No, F-o ioz SPECIAL LATERAL 'V' DITCH� SEE DETAIL VSHEET 2D-1 .• 70 O�m3 \ oX Fu�� s� I I CB-G � F DEBRIS ��,/ T P=365.40' BOTT M BOX=362.99' SPECIAL LATERAL 'V' DITCH CITY OF DURHAM SEE DETAIL VSHEET 2D-1 DB 432 PG 624 PIN 0812-18-31-0457 P ■ 108804 1102 ORREENE RD SPECIAL CUT DITCH SEE DETAIL SiSHEET 2D-1 -L - -Y14- Pl Sto 70+6/.29 Pl Sta 10+36.74 p= 3" 46' 03.8" lLT 1 p= l2" 54' 46.0' lRT 1 D= i 25' 56.6' D= l7' 38' 50.6' L = 263.04' L = 73JT' T = l3/.57' T = 36.74' R = 4,000.00' R = 324.67' PLAN/PROFILE SHEETS 390 .� 370 360 350 340 71 72 73 74 HORIZ PRo�ECTe 20 0 40 MORREENE ROAD (SR 1317) BIKE LANES VE RT 5 0 10 JOB NUMBER: SHEET NUMBER: 0 I 1494 100 9 oI ' iur=s�y.55' o�� // iur=�by.�y � INV W(W)=356,97' � /� �v// INV OUTWE)=356097' , �I I / �� 0 I / / �n \\I I 62 / � ��l j/ l� POT Stor l` / � �/ �/S�� s oo ��/ raN FiRE �4 �� l l � HYDR r � �� EGl ST RUC l� °� '� � `� � ; -Y16- Sto. ll WOODS � \ f � ' �v � � � � �� ` l�-L - POT . 74+82. �� _ M � `� � l6 - POT � � �8�� - 92°35 : 7 ! • ' . • � - , � • � _ � . � � " �iil► � . � ' � : � , � � � r ��' �� ,s��.� . - — , . ^ � � �ty. 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Noee REVISIONc DATEe DRAWN BY: CHECKED BYe � � This document, together with the concepts and designs presented herein, as an instrument of service, is N intended only for the speciffc purpose and cllent for whlch ft was prepared, Reuse of and improper �reliance on this document without written authorization and adoption by Kimley-Horn and Associates, Inc, � shall be without liability to Kimley-Horn and Associates, Inc, � Copyright Kimley-Horn and Associates, Inco, 20 18 77 78 PREPARED IN THE OFFICE OFo ■ � 300 WEST MORGAN STREET9 SUITE 15009 DURHAM9 NC9 2770 I PHONEo (9 19) 682-3583 PE No, F-o ioz 79 .� PLAN/PROFILE SHEETS 370 360 350 340 330 320 81 82 83 84 HORIZ PRo�ECTe 20 0 40 MORREENE ROAD (SR 1317) BIKE LANES VE RT 5 0 10 JOB NUMBER: SHEET NUMBER: 0 I 1494 100 10 �� 3SBKAPT 0 : �- ♦ • : � � C�W� • . � � I �`� , � "�. y_ `� ., . •- . , � : . �� s • ' - ` _ � ♦ � . + .�' � v �i _t�. 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DUCTBANK � � � � � 5� S/P�E�IAL - , � °W��`� � F � o � � � TOP=3zo.32� •, I V=319, 6'— -' 2 � � -3� q8 H �R WOODS � � � BUS $T�P �W �-, q S /� i v- o= � / iioi � R L ATE � E � N 75' LEFT TURN ER 255' LEFT TURA/• LANE Sr, S \� I iNv IN(N)=314.87� ,� � d RETAIN � Q � � WOODS � � // INV OUT(SE)=314,82'�� I 2q � F/RE T i35 ��, RE�IOVE AIyD REPLACE ,, �- . 3 � J C , a � / ' m i . � � INV=301e50, � GW` I 6 O II �Y I i � / v � �Z , -'� � � , J M �O/�=,� � , � ov �� o �� .�J � � � �v HOUSING AUTHORITY p� � OF THE CITY OF DURHAM � DB 346 PG 600 � PB �92 PG 2�5 c PIN 0812-18-30-3480 STANDARD 'V' DI' � P •IOSHO7 SEE DETAIL 6/SHEI � 330��ORREENE RD � � a � 0 � � � d' � 340 � � � � � 0 � 330 0 � � � � m 0 320 � � � � � � L � 310 � N � � I v 0 300 0 � � � 0 � � 290 � � 0 0 � � � � � 2 80 ., � —L — POC StO. 84+82 9= � � � N BROKEN 5 S/DEy� K , ' -� � W000s � o �� I�/� � i 36" CONC W/ FES n-, � INV 297,13' I V-2 7004' � . INV=317,55' - �O o h REraN Ex�sr�Nc O / � �W � II / I Yl9— POT StO. �OC�.00 o �-- / � oo�, \ � ; CURB �41�1D GUTTER � � ! �� I� I , �' W000s � - 97'4/ 56.0" � N � � =� � � � �� j � � � �, I l00' BIKE LA R SlT lON �' i ''� � 2/0' U. ORM SHIFT �' � � '�l I •� � � ' G .:' , , I`s' I� '', �, / I ' � �; � �2 �` � ,., REraN ExisriNc �� I � I . � BEGI CO ST RUCT l0 � �, � SS � � ,� CURB R,4�lP �� I� I ' � 5 4 ' -Y19- POT Sto.10+55.62 DUKE UN�yERS�TY .� �� I�' DDCTBANKEPHONERNCRUDED / 1 I •� _ � IIIt � .�1TY OF DURHAM DB 0000 PG 000 � � / � � r YZO— �� °; I ' N Pl��l�' WORKS DEPARTMENT RETAIN PB OOO PG OOO TOP=302,82' �� \ I o I I o �� r APPROVED P�N 08��-05-69-9264 L00 ' ' iNv W(E)=297,82�� , � �, � 11 � 'l9- POT Sto. 11+00.00 P��•�os792 ' � ,� �Nv OUT(W)=297��- \ � , -- � ,'� p St 29'5�2%.4' �LTI ' � � � � � ENciNEE�iNc�' �ATE 2�00 DUKE UN�yERS�TY RD - /, � � � ,•� D=%29'18.0" �W � 147�� 11 �� STORM �UVATER DATE �' , �4a '� o TRAN�.P.'c�RTATION DATE / , � _ 1 • � � � ' � ,i'� L - 399.8/' , •� DATE � � � / � � ' T = ZO4.J8� ` O j \` � , ; D A T E � , � � � , .. R = 765J3' �"' i � _ , . � ., �� , . � ric rn cvi�rilin niioo e niirrco E'� . . .. REV. Noee REVISIONc DATEe DRAWN BY: CHECKED BYe � � This document, together with the concepts and designs presented herein, as an instrument of service, is N intended only for the speciffc purpose and cllent for whlch ft was prepared, Reuse of and improper �reliance on this document without written authorization and adoption by Kimley-Horn and Associates, Inc, � shall be without liability to Kimley-Horn and Associates, Inc, � Copyright Kimley-Horn and Associates, Inco, 20 18 87 88 89 PREPARED IN THE OFFICE OFo ■ � 300 WEST MORGAN STREET9 SUITE 15009 DURHAM9 NC9 2770 I PHONEo (9 19) 682-3583 PE No, F-o ioz .� 91 PLAN/PROFILE SHEETS 340 330 320 310 300 290 92 93 94 95 HORIZ PRo�ECTe 20 0 40 MORREENE ROAD (SR 1317) BIKE LANES VE RT 5 0 10 JOB NUMBER: SHEET NUMBER: 0 I 1494 100 I I C a � I O W � I O O � � � O i � � a.� a� t � O W C� i � � a� � � C O � i C O � i N � � � O O � N C N N L L O � � N � � I v 0 0 � rn � 0 � 0 3 � 0 0 � i � � � � � O N \ � \ � c;: m' r- a v � O ��'�'J` \\ � � S ,�� aA _��, .�,�,: ,� e. Ri na�i?-�c;�� , N 04°I2'�G�� o �i na�i?-zV �� F�R �i n.a°i��;° -r �,P '��21,.� ,� 5r ° 52 DAN�EL E BLA OCK TRUSTEE o DAN�EL E BLALOCK DAN�EL E BLALOCK i �yORTH SHELTO -L- � ,Qa� �� CAFtOLYN SHELTON I�CC CORDE I�I BLALOCK 52 vv TRU TEE TRU TEE � FA�y�iLY TRST � �Z CORDE I!�I BLALOCK CORDE I�I BLALOCK aa �PS� DB 322 PG 361 DB 7735 PG 661 FA�yIILY TRST FA�y�ILY TRST Pl Sto 22+9/.�� Pl Sto 25+68.54 MARCAM INyESTMENTS. INC. � PB �90 PG 77 pg �4 PG 46 �° nr DB 7735 PG 66� DB 7735 PG 66� DB 1874 PG 319 ,��o PIN 0812-10-26-6031 � z v PB 130 PG 12 aG N p� ■124775 P�N 08�2 �0-25-6932 0 ��,T, PB �4 PG 46 PB �4 PG 46 " " ��' 3�7 ORREENE RD P� �24776 -v�� P�N 08�2-�0-25-6729 P�N 08�2-�0-25-6722 0= 30° l2' 50.5 lRT) 0= 2° 39' 36.4 fRTI PIN 0812-10-25-8806 55 401 �ORREENE RD pT'�N _�� r PI °124778 PI °124799 �_/� �$' 27.�" �= r4T 25.8" P,IQ "124711 �•_�� 401 �ORREENE RD 401 �ORREENE RD 309 MORREENE RD � RACHEL NOBLITT MCC 54 53 r•,�vo� o0 L= 297.�' L= 148.J�7' � DB 28� PG 36 r^ ��v �' �° �� oo�;`�� PB �90 PG 77 /0+00�0 ,,, ��;' �" �'` 51 50 T= 152.52' T= 74.30' P�N os�2-�o-26-6�20 -Y3- POT Sto. ��n� 59 58 P,�� ■�2477� v �v �c R = 565.00' R = 3,200.00' 3�3 MORREENE RD � � � � "' � � P�N 08�2-�0-26-6240 � -L - PT Sto 26+42.8/ � DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED NAD 83 z w � W �ti a �, W � �a w � m w � N , m Z �- Q N � L N 42 PO�ELL L�NEAGE LIURHAM. LLC DB 7673 PG �50 PB 53 PG 97 PIN 0812-14-25-7342 P D °�24753 400 �yIORREENE RD � i i ' -�� ► � DB 2205 PG 43 I� I+� 79 I I I� , 1 ' ' � �4.04 � +46.34 � � � � f33.86 � ' � � � O I 6399' LT 3250' L � ; � ��3 6/J8 L ; +58J4 +40A7 � , t/7.27 I f65,g6 � � � � 5/.8/' LT ; lJ8' LT 3250' LT +99.45 +89A8 '' ' LT 66J7' LT � , � +43.65 � , 6.6/' LT � � 53A2 W PROPOSE LOIyGV/Ey� �2' �T I' f4�,52 E +7/.l3 � � ' ; ; 6.29' LT 53.19' LT 48.9/' L � � lV D VELOP�IEIyT f��5 E g.g� � � 8.77' LT ' E �� E E � �� E E _ I�PRO►/E�ENTS ITYPI E E , � � F E E E E +4355 � 3250' LT _ � E - � ' ' � R 33 'L � EXISTING R/ \ � I EXISTING R/� 'f8%3� I , ' 32.50' LT �� ; � �� i w � EXISTING R/ � �- � ,, � I � � � � � � � � � � � � � � � � � i _ _.- -L - PC Sto. 2/+38.47 _ - - � , , - - �- , - =t- 1� �4D�SR�� --�� o - r � 23A5'LT � - � �� •� � . �� - - - _ - + � � �� +5025 �50� +75.43 _ � +62.37 f87„37 � � � i � � � - - -` ' _ � - - - - - , 1.50' RT ,�g_�T� +08A9 RT 2892' RT ��26.50' R 30.9/' RT 309/' RT �'�L_ � � � � � � % i - T � � _ _� _ _ _ - - - -� _ - - - 30' R 30' R� O, R �- A7' R � � %/ �� % �` � � � �' �R 3�� f +38.49 � � / � � � / i � � i EXISTING R/� EXISTING R/�y � � � 32 RT�2056 3627' RTE EXISTIIy� R�� 22 � RT J c �y i �/ / / / i � � �` , � � � , E � ' E � +69./3E E �, E � � E 37A�' RT f84.8�' f4 B8 � i / _ / � ' f , ' � � +14.90 � W 5 ' RT +50.04 +2/JO � +4/.43 I +4820 27 /' RT W N �� /� � E � '� � f85.72 ' � 46.7/' RT ' RT � E 50.52' RT 93' RT � 956' RT ' � 50.90' RT .6/��RT J i � � / E , ' ' 5.7/' RT ' � � t575/ � 7995 +34.76 , I � � � +12.70 � f � � ♦ ' � 30"/ ' x�st�N� R�� ; � f89.39 ' 53.52' RT Do O I 63.30' RT -� I I I 48J3 , ; .22' RT E 37A1' RT �� I = � i < i � ' � � ��8 50J9' RT � � +E8,3P 53.53' RT �` � � � -L - POC Sto. 26 +35.17 = o > I + 6993 RT ��5.70 , � � +0�.04 I +42.a8 , � o � � 2650' RT , , 59J7 T +5/Jl � rn I -Y3- POT Sto. l� f��.�� N I II � 20.85 ��,, RT 5�4„22' RT 77 RT I �� Q � I � � J� i � / l � 450.8 RT +4/A3 +68.8/ , , � � 2.82' RT � ` pNp N I � I� _ � � � � .92' RT � �` � I I � � � � � ,` , 823 26.00' RT 58.59' RT � � I � +47.72 � y 0 85 34 9.2" tn � f35.34 +07.62 6993' RT 4 5 � � y � , , Q� +50 +32.46 ' '� ' , 26.�' RT W �! N 6/.6/ RT 5,8/' RT o �,/ / 3a R'. �� 40�3� Rr 5. �� Rr ' '', u' � s4� Rr BEGI CO ST RUCT l0 �� +96�2 +�28� o .' � / � ' +22,�g f3/99 �2 m � n . Rr � DEBB�E A TAYLOR � O �' � �� 787� Rr -Y3- POT Sto.10+53.97 � 6/.38' RT DB �553 P1G 697 � o � �� 5or2� Rr �z , � -L - POT Sto 28+67.30 - PB 3�A I�£ -3�4- � 46 JAMES D. GOODR�CH & '-� � + �� -Y3- POT Sto. ll+��.0� �h -D� ' � P�N 08�2�0�-25-3489 o� BEyERLY R. GOODRICH � + �� -L- POC Sto. 2/+95.84 = o � �� -i�4- POT Stop l�f��.�0 ,J PIp 174642 W DB �555 PG 328 � � , f0279 n � �= 9r32�19.�J 4�6 IVIORREENE RD 2s.�a Rr -Y2 - POT Sto. �� +D�.VD -< v r- i� � PB 3�A PG 34 J, M�� 5o2rRr �_��2•�2�► -Y4- POT Sto 11+0000 D- BEGI CO STRUCTlO � PIN 0812-01-25-2479 Z ' � PROPOSE LONGVIEy� . . � 46 � PID • 174641 � M �', �+ '� D VELOP�ENT �'T' T -Y4- POT Sto.10+5/.52 4 7 � 3702 TREMONT DR �� j, �, BEGI CO STRUCTIO l�lPROVE�ENTS (TYPJ _�� ' � , � , -Y2- POT Sta.10+80.92 49 ��` 48 C G� M � �� _ D � o � �, �, - PC St . 24+94.24 �oo � 47 KAI PINTO & ALICIA PINTO p �� 1 FOREST OAKS 0 NERs Assoc�AT�oN �� KENNErH S SUGGS � � � � '��°s�� DB �4�4 PG 4 & JERRI G SUGGS � DB 747� PG 394 � 62 I I � � ; PB �58 PG 29� -' M, �,N s8„ W EIP ��' - s5- DB 2597 PG 93 I � 5p� �D-� PIN 0812-OIP-2584829 PB �58 PG 29� � P�N 08�2-0�-25-2684 I' I � 60 c ; 4�2 MORREENE RD � ' �� -L - PT Sto. 24+36.42 56 � � � N � 1 � 1 , 61 -o--� PI ■174644 PI 0812-01-25-3664 �i M' ��= ALEJANDRO yANEGAS & ��'� 3i6 ORREENE RD PiQ °i964i4 � 62 KATHRYN ALLENE MEYERS �I �� I� �� NT A SPORTAN p�F �IIFE.INGRID A yANEGAS MILTON L EHITFIELD JR MACDAy�S ANNAN =�m � 4i0 IyIORREENE RD o DB 3994 PG 206 I, � IV � N N DB 3717 PG 105 �o �q � PB �74 PG 245 j � �� DB �597 PG �59 PB 36 PG 175 57 DB 988 PG 268 DB 7813 PG I Dz /8q,9q, E P�N 08�2-0�-26-255� I� I�� PB 3B PG �75 pIN 0812-01-26-3206 PB 36 PG 175 PB 3B PG 175 -�oo EIP c P D'�74659 ' �� P�N 08�2-0�-26-3357 p p•174647 P�N 0812-01-26-3107 PIN 0812 �01-26-2099 �� EIP s o0°26'30" �v a 222 �yIORREENE RD ' � � P D •174648 306 �ORREENE RD P °�74646 PI 174646 _° 76.54� r � � � 302 �yIORREENE RD 310 �ORREENE RD 312 Iy�ORREENE RD � � � � N O � S ��,q m N � � � � 9 �8 w a, �, 81.8 p, � ao � I1 N , � � � � U pX�-� �� o �n I p�S��e m c� � 00°23'39" 1N �, O � � � � O i 0 3 0 0 � � � a � � I REV. Noee REVISIONc DATEe DRAWN BY: CHECKED BYe � � This document, together with the concepts and designs presented herein, as an instrument of service, is N intended only for the speciffc purpose and cllent for whlch ft was prepared, Reuse of and improper �reliance on this document without written authorization and adoption by Kimley-Horn and Associates, Inc, � shall be without liability to Kimley-Horn and Associates, Inc, � Copyright Kimley-Horn and Associates, Inco, 20 18 PREPARED IN THE OFFICE OFo ■ � 300 WEST MORGAN STREET9 SUITE 15009 DURHAM9 NC9 2770 I PHONEo (9 19) 682-3583 PE No, F-o ioz GEOMETRY SHEETS w � � N M - � � �� CITY OF DURHAM PUB�IC WORKS DEPARTMENT APPROVED ENGINEERING DATE STORM WATER DATE TRANSPORTATION DATE DATE DATE PROJECTe 20 0 40 MORREENE ROAD (SR 1317) BIKE LANES JOB NUMBER: 0 I 1494 100 SHEET NUMBER: GEO-2 DOCUMENT NOT CONSIDERED FINAL I UNLESS ALL SIGNATURES COMPLETED 89.98' � a �,r,. , 0 p � � �%��'� _ _ � �/ � -� �, `� - Pl Sto 35 +37J1 � � p= l3' 3/' 5/.2" ILTJ � -- • 05°4��4R�� FIR � D = 5 /2' 3/.�' 3'29" E w � Qo �- Q� �� ti- w � ��. � � � � p 34 � DANNY LEE N�CHOLS DB �066 PG 84 PB 24 PG 100 PIN 0812-14-24-7650 P ° 24 700 �, � � L_ 259.77' 4 2 . � � �, � /` T 1 3 0. 4 9' -L - PT Sto. 36+66.39 R= l,IOO.00� PO�ELL L�NEAGE DURHAM. LLC � 1; ►� � DB 7673 PG �50 3$ t63✓4 � PB 53 PG 97 � O 6/ 'LT I,� �c� �� PIN 0812-14-25-7342 DILYS HALE � f W� � -Y6- POT Sto. IOfOO.00 400 �iIORREENE RD PB 244PGG�00 63.82' L � ;� � � I PIN 0812-14-24-6911 � � BEGI CO STRUCTlO P�p ■�24697 � ��`� -Y6- POT Sto.11fOB 5�7 IyIORREENE RD � +78.52 r � � I � 32.26' LT ' ` � � �, ' -L - POT Sto. 32+47.82 = F fsa.a5 //+70.64 � �`� 5s � �r -Y6 - POT Sto. � 26�6' LT f73A3 0 = $5°56�49.4� `p � 6.7 ' LT , � � + , � 30' R E -L PC 51'Or �f�6.62 /� �� +85 �h � s+49 8' LT Q n\�� 30' R E t64.5/ 29J2'� +8' LT �� ,' 3' LT � ��\ � � � \ exisriN� w E . 3' LT f29 , f4658 +l3 � � � - � �\ R' 50' LT �,' � � .69' LT 57' LT i - �, � , , v _.. 30' R � , �RREE � ppE E . � E , E �� PpE E E pp PDE +a4.�� Rp � _ � +84.85RT 30' R/ � `T �. �SR �3j7� � � _ EcM,- ,,� �' v 50A8 2653' RT � 3330' RT ' � � � � , � EXISTING R/�y � � i � V 85A5 � � � - _,_ � � Q 32A2' RT I 23.24' RT � ` � � � - _ � t W � Q3 2324' RT �' - - +67.38 � � I I +/4 2BA0' RT 2450' RT I +56.68 '� �T f��`� � 4 _ � � 2� I 2/AO' RT � , 8.80' RT +�25 � �� I �' + 7.27 I 922' R +86.67 � W N I , RT � ; � --L-- -P-QT_ _�t'o. 32+4 .78= � +339/ E E i 35.67' RT � I � � �r _ _-Y5 - _POT Sto. lO+Q0.00 5�rr Rr f4o.�o E ' . � �°� � o= ��°�a��.s�- - ��03� � � , o+79.96 � -°'c �(n � � 70J0' RT f29A3 6.6/ RT �- 728' RT � � � � � I j BEGI co srRucr�o � �o�� RT � �, ; o � -Y5 - POT Sto. l� f�.7/ � 69J8' RT f30A , , � I I � � 4823' RT +658 � 6�3J8' �RT - 6�.225 f � I I 4 4 6222' T ' � � , � I +�2.08 _ � �. � I BRANDON C. AMMoNs 7 A8' RT ��'79 - � ' \ A 6 I I� DB 6467 PG 620 � 7255' RT '-� ' Ir W � PB 31A PG 34 � `' o � PIN 0812-01-25-3219 +7489 � a JAMES D. GOODRICH & � I� � PID ° 4652 43 W �,�, � BEyERLY R. GOODRICH Z Z 3701 TRE�ONT DR 9.65'R � t92.36 AO � DB 1555 PG 328 N � N ST� SO PAUL JE I GS LLC 41 �51��XA�jDER LENT-BE S � PB 31A PG 34 x x N DB 402� PGN468 �LBUR H. ROB�NSON. �� DB 6352 PG 698 � 39 �i PIN 0812 01-25-2479 W W PB 3iA PG 34 � DB 7794 PG 530 PB 3iA PG 34 PID 174641 PIN 0812-01-25-3119 PB 31A PG 34 PIN 0812-03-24-3938 UNI-CAN CORPORATION 0 3702 TREMONT DR -Y5- POT Sto.12+02.42 p� ■�2465� P�N 08�2-0�-25-3039 P� °�24649 DB 5920 PG 284 � 506 �ORREENE RD P ■�74650 � N 5�4 Iy�ORREENE RD PB 3�A PG 34 � 5 � 0 � O R R E E N E R D Z P� N p812_�q648 858 s � � 5�8 ORREENE RD �,� E � ��o„Z,,,�„ � 60� ORREENE RD w 3b � � ��.3�� LC) M °^ N 35 SUSAN S B�AKE � � N'4�83 DB ��92 �PG 8� Z CLARENCE L. LANE. JR. 32 PB 24 PG �00 & DA�SEY B. LANE PIN 0812-14-24-6749 pB 1120 PG 934 ROY LANE FORRESTER.III P D°�24698 PB 24 PG �00 DB 27�6 PG 228 523 �IORREENE RD P�N 08�2-�4-24-6658 PB 24 PG �00 PI °124699 Z PIN 0812-14-24-6488 60� ORREENE RD � � D°�2470� � �: 6�� ORREENE RD U' r J � Q : _ ,� � �„ �� fao.�a f� �� m ° � �' 58. 8' L 30.75' LT Z � � � 45'LT � � � ► ---- f30 � � � � � 6/Jl' L ; � ' ' " ' 69.85 52' L � + � � a � ; 56' L � � '�50 ' 3032' LT �75 � -h05.93 � � r��. �� , �T 3 LT � 58. 8' LT f40 � � � � 52' LT � �+1p.43 30�1' LT E PDE � � PD� ' 45' �T 45 �T � � � � E PDE � � � ' m , � � , � O � � EXISTING R/y� � i 1 � � _ . . � . - i . . �� - +4 f � S 9" 29' 12.9' E - ��\ �7�T � R 20'� 30' R 30' R f/ EXISTING R/ Z5� R 34,20� RT ��- EXISTI G /� � I- - E P E � E E � E +40A0 � + 4 i i 56' RT f53 ' � � - 56' f + . \ � i I I ' 9 �' RT w � \ CO Tl I '� ` POT �to. + . 8 � -L - �POT Sto. 39+02.65 = � -Y7-PT t l+ �y � � S O. � ��.�� '►'I N �= 89'l8'4/.l' � � 37 x � 33 BARBARA A. Ri HMOND. I � I � CHERYL R. RIC OND & �� I NUGRAF. LLC L�SA y. R�CH OND DB 6384 PG 627 DB �5�0 PG �2� �- PB 178 PG 361 PB 3�A PG 34 � PIN 0812-14-24-3553 P� N P8D °�4647 870 I I 608 �ORR E NE RD � 520 �yIORREENE RD � I � � , ^ N 03°20'32" W W � N 03°�� , N � � d' .� n� �- n�0-32" w EIP C� ��, . N IO°OR'39" �N , _ N 10°08'39" W N 10°O8'39" W I O O � � � � O i 0 3 � 0 0 � i � � a � REV. Noee REVISIONc DATEe DRAWN BY: CHECKED BYe � � This document, together with the concepts and designs presented herein, as an instrument of service, is N intended only for the speciffc purpose and cllent for whlch ft was prepared, Reuse of and improper �reliance on this document without written authorization and adoption by Kimley-Horn and Associates, Inc, � shall be without liability to Kimley-Horn and Associates, Inc, � Copyright Kimley-Horn and Associates, Inco, 20 18 PREPARED IN THE OFFICE OFo ■ � 300 WEST MORGAN STREET9 SUITE 15009 DURHAM9 NC9 2770 I PHONEo (9 19) 682-3583 PE No, F-o ioz POT Sto. 11+99.78 � I W � W _ � W � � O � � � � • � � � v J � � J v � � � 25' R E -I +86.44 3J8' RT F 4 �4J4' RT +982/ 5/98' RT +� 28.17' RT +14.88 6' RT +/ 2/.00' RT +40 28.67' 46' RT ,F CITY OF DURHAM PUBLIC WORKS DEPARTMENT APPROVED ENGINEERING DATE STORM WATER DATE TRANSPORTATION DATE DATE DATE GEOMETRY SHEETS PROJECTe 20 0 40 MORREENE ROAD (SR 1317) BIKE LANES JOB NUMBER: SHEET NUMBER: 0 I 1494 100 GEO-3 C � � �I' I O W � I O O � � � O i � � a.� a� t � O W C� i � � a� � � C O � i C O � i N � � � O O � N C N N L L O � � N � � I v 0 0 � rn � 0 � 0 3 � 0 0 � i � � � � � O N \ � \ � C a � � I O W � I O O � � � O i � � a.� a� t � O W C� i � � a� � � C O � i C O � i N � � � O O � N C N N L L O � � N � � I v 0 0 � rn � 0 � 0 3 � 0 0 � i � � � � � O N \ � \ � I � � �-, _ v m in ~ M C9 �, � o E�P S 03 °I5' 2 3" y� ��P � 00 108.65' � M � Z � � � � � N N ! W IO m N �, �- M O � O � � N I EIP S 03°I2'12" y� EIP c � � � I O � i 0 0 rn � 0 � � a.� t � 0 � � � a � � � 0 � � � 0 � � � � m � 0 0 � a� � � a.� � L � � N � � I v i 0 0 � rn � 0 � 0 3 � 0 0 � i � � a � DOCUMENT NOT CONSIDERED FINAL I UNLESS ALL SIGNATURES COMPLETED NAD 83 � � 1 �:.7 13 inq nn� � -Y14- PC StO. IO+OO.00 ALyENTURE CAPITAL INC Oj� OR FORMERLY H M ROLL PROPERTIES INC � \ DB 748� PG 975 PI� 0812-18-32-8133 P P 14 DUKE ylE� LLC DB 2038 PG 778 II s o3°5a�2i° W DB 7071 P 873 B 3B G 6 �� ^�� PB 94 PG 155 \\ ` PROPOSED LA SALLE PB 149 PG 175 DB 140 PG 590 PIN 0812-18-31-8938 p PI I-I - I- \\ Sl Ey�AL PROJECT P�N 08�2 �8 32 6239 � _ N 08 2 8 3 8600 �� \�, \ I�PROVE�i�IENTS �TYP1 P�p ■�25296 943P�ORR ENE RD �` - L- PT Sto. 7/+92.76 IOIPIyIORREENE8RD 92� IVIORREENE RD ' \� -Y14- PT Sto.10+�3.17 -L - PC Sto. 69+29.72 �-- 10 �\ X _ _ � 9 � �, Yl5 POT Sto.10+00.00 � �� '\ � BEGI CO STRUCTIO 12 � I BEGI_ CO STRUCTIO FRE MAN H LEDBETTER. JR. z � 1 11 � _ _ + � � -Yl5 POT Sto. 11+30.16 �I�LL�E I�. LEDBETTER � ►�� ` � Yl4 POT Sto. ll 'Jr3.17 PEGGY �ATSON A�ExANDER & � � DB 2088 PG 779 '< � I � - ALEXANDER � HOUSING AUTHORITY �� II � LOy ST T. � I PB 48 PG 160 pF THE CITY OF DURHAM -� \ DB 2976 PG 364 " P� 08�2-�8-3�-47 �� \ I , I � N PB 28A PG 54 - --�� l'--w - � N P�D ° 2534 7 � B 3 93 PG 83 � n \ I I I I �� P� N P�D�?�25330 960 �-- � L--_�- P O C Sto. 7 �+ 5 �. 7 5 = � 0 2 N E� E L L S T P � Nt $� 2- � 8- 3 �- 8 , y �� I I I � � 101 NE�jELL ST `----�� ---�Y-1 - POT Sto. l2+12.12 +� �T � 52 C� � � II II � , • i�l I � , .�� 5 0 E E , � 2 W C � I I I � � I I� I J I I i i i i � f g I � 0�= 92'05 35.0" 05A2 f , 1.86' L �86J0� N� I I II I I-L- �C $ � 11 � � �� I � yI I � 9.23 LT 3 L �• � tr I I I � I _ + , � 90.36 � \ � �� - - +83.30 � f09.48 +96.8 28.66' L 36J0' LT rn y+06.64 bp� � il4 POT Q. f � � 4 37 \ � 57.80' LT . f 9 +.76 ,g5' LT 899' L I � � +83.87 30J/ LT � 6/.37 35J0' LT 85J0 n 62.64' LT '� I I Q= 48' „Q" 5 � � f2976 � � +49.90 t2223 N ' +0%60 25A0' L t43B2 28.6/' LT � = f � I I I � t58.78 .58' LT 0353 � � 53 55.6/' LT 9.35' L- � 57. ' LT f5/ E 35J0' LT �- � 08�8 T � 1 38 ' LT \ � 2�5 � A8' LT \ 6' LT +gg,85 � c 2.49' LT � 34.C10' LT � z rn +6059 �='�'�' 1 Exisri �'29A7 E 8 T E � 54A8 E 2.89' L ` EXISTINGLR/� -` vi rn f0824 � JI 0� �� - �. - N� R'�y 38b0' C m _ 692' LT E Q� E � --- n I 2. 0' LT - � 1 �- - � � � �0 �- � � EXISTING R/� � �� _ � � j� -Q ► 35, R 30' R 3593' LT - 20' R 20' R 44A2' LT 30' R 30' R � 5� 38� 38.6' E '�' V� � /0' R/D' R /0' R /0' R p D N � _� -L��IRREENE R�LS�l31Z1 _ _ - _ _ - _ _ _ _ _ �, ., � S 3' 7' 25.2" - � ' �' _- - �� U�.� , � +55.34 +73.30 +93J1 +09.46 + rn � iv � 30A0' RT 38.49' RT 37.52' RT � 37,88' RT � 2�R 3� V� � - I ;. 0 ----� �� i 2 -� -F�,85 f�3'�7 EXISTING R/�y \� / O rn ��78�� 37.56' RT 37A0' RT �" R 30' EXISTING R/�y � rn m38-�R = _- � �4 m e / � � t�, 8 ~ � f4427 f72.89 E E t�` �, 7� RT �-� ��E � c� f/ 7 �� R = � 6J8' RT E f52.88 +39.49 E E E / / 4427 RT � O = 9 .96'ORT \ \ �� \ \ \ \ � � � F E 5.75' RT 46J2' RT +30.28 +63.5/ E E � f \` � rn ` � -� � +7 +p ,p \ \ \ \ T 53.76' RT � f47A6 +39.44 36.50' RT `; ` 69 rn RT R �� \ \\ 55.57' RT ` � U f��6 t/0�9 32.50' RT 53J8' RT 49.90' RT f08„� + 9 � • ~ • I �� 29' RT f78A7 +90.43 f29„5� 3250' T � + 5 5. 6 3 - 5 9 R T +46.48 35 73 RT 6J8' RT � f�� 59.99' f o/ � 35.84' RT � +60.65 66 ' R� 66.82' RT I I t/ 7. 4 6 I 5 6. 6 2' R T , � ,i� I 5s.sr Rr C� -L - PT Sto 16 DUKE UNIyERSITY HEALTH SYSTEIyI INC DB 893�PG 63 PB �96 PG 390 PIN 0812-14-32-2320 P� °�2535� 932 ORREENE RD 14 NA�iNDA S. DAyiS & DB �499 PG 537 PB 87 PG 9 P�N 08�2-�8-32-�076 P D °�25349 936 �IORREENE RD ?T 54A4' RT � CITY OF DURHAM DB 432 PG 624 PIN 0812-18-31-0457 P ° 108804 1102 ORREENE RD -L - Pl Sto 70+6/.29 p= 3" 46' 03.8" �LT 1 D=r25�56.6. L = 263.04' T = l3/.57' R = 4,000.oa -Y/4- Pl Sto 10+36.74 p= l2' 54' 46.0' lRT1 D = l7° 38' 50.6' L = 73J7' T = 36.74' R = 324.67' MORREENE ROAD PARK CITY OF DURHAM PUB�IC WORKS DEPARTMENT APPROVED ENGINEERING DATE STORM WATER DATE TRANSPORTATION DATE DATE DATE REV. Noee REVISIONc DATEe DRAWN BY: CHECKED BYe � � This document, together with the concepts and designs presented herein, as an instrument of service, is N intended only for the speciffc purpose and cllent for whlch ft was prepared, Reuse of and improper �reliance on this document without written authorization and adoption by Kimley-Horn and Associates, Inc, � shall be without liability to Kimley-Horn and Associates, Inc, � Copyright Kimley-Horn and Associates, Inco, 20 18 PREPARED IN THE OFFICE OFo ■ � 300 WEST MORGAN STREET9 SUITE 15009 DURHAM9 NC9 2770 I PHONEo (9 19) 682-3583 PE No, F-o ioz GEOMETRY SHEETS PROJECTe 20 0 40 MORREENE ROAD (SR 1317) BIKE LANES JOB NUMBER: SHEET NUMBER: 0 I 1494 100 GEO-6 c � � � i 0 W � i 0 0 � rn � 0 � � � a� � � � 0 W c� � � � a� c � c 0 � � � 0 � � � � m � 0 0 a� � � � � L 0 � � N � � I v i O O � � � O i 0 3 � 0 0 � i � � a � Pl Sto 82+47.39 � = 55 /5' 03.� �LT I D = 7" 50' 55.5' L = 754.9/' T = 4/5.13' R = 730.00' I 1� I I �, � 1 Pl Sto 11+30.55 �= 33" 5r 22.8° r�r� D = 25' 30' 12.0" L = 132.75' T = 68.38' R = 224.66' � �� // /� / HOUSING AUTHORITY OF THE CITY OF DURHAM DB 335 PG 393 HOUSING AUTHORITY OF THE CITY OF DURHAM DB 346 PG 600 PB �92 PG 2�3 P�N 08�2-06-20-7486 P� °�08803 3206 �IORREENE RD Sto.10+59.13 RRS \ PREPARED IN THE OFFICE OFo REV. Noee REVISIONc DATEe DRAWN BY: CHECKED BYe � � This document, together with the concepts and designs presented herein, as an instrument of service, is N intended only for the speciffc purpose and cllent for whlch ft was prepared, Reuse of and improper �reliance on this document without written authorization and adoption by Kimley-Horn and Associates, Inc, � shall be without liability to Kimley-Horn and Associates, Inc, � Copyright Kimley-Horn and Associates, Inco, 20 18 ■ � 300 WEST MORGAN STREET9 SUITE 15009 DURHAM9 NC9 2770 I PHONEo (9 19) 682-3583 PE No, F-o ioz S �� S6 �62,�5 s�^ W � � ^ � �� S �� 29'9g„ w POT Sto.10+00.00 85°3/'25.0" \ WI N � W GEOMETRY SHEETS DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED �� 83 MORREENE LLC DB 694�PG 954 PB 54 PG 96 PIN 0812-18-40-1849 P� ■�2529� �40� OREENE RD � 1 �� \ � \ PROJECTe ENGINEERING STORM WATER — TRANSPORTATION CITY OF DURHAM PUB�IC WORKS DEPARTMENT APPROVED DATE DATE DATE DATE DATE 20 0 40 MORREENE ROAD JOB NUMBER: 0 I 1494 100 (SR 1317) SHEET NUMBER: BIKE LANES GEO-7 c � � � i 0 W � i 0 0 � rn � 0 � � � a� � � � 0 W c� � � � a� c � c 0 � � c 0 � � a.� � m � 0 0 � a� c a� a.� i L 0 � � N � � I v 0 0 � rn � 0 � 0 3 � 0 0 � i � � � � � O N \ � \ �